The URL can be used to link to this page

Home My WebLink About00D1633STA 4+10-. J "'�- N= N + -I O m W� C-3 VLJ Lnn 3 5' L/S STRIP STD DTL ---------------------V-STL.S_4STLS_9 - - NW 1 /4, SECTION 6, TOWNSHIP 21 N, RANGE 5E9 W.M. J U- CN (V `w_ x 44'-2" RIGED HOT GALV STEEL N O J -4- F- m + m f- POWER VAULT & SERVICE ct) 3m CAB VERIFY LOCATION 'r' un 3r- 24' PAVEMENT DTL 2/C4 - - - - - - - - - - - - - - - - - - - - - - - - ------- --- � I i °D I C R MP COA TD DTL Linj1STS STSW ----- T�-- - --- - ---=-- - -•.. �s . H-4 OCCUPANCY S-3 OCCUPANCY EX. ASPHALT iI PARKING LOT • .1.Q . MAGNUFORM 1: ....... ....... i I 400 WATT HPS, FRONT ... ... I PROJECTION, TYP. I I I N� ... .... 81 .+ 80' 42' 20' 116' . .... WV .. ................................ ........ BUILDING ................ ...... ........... ... ... .... .. . ....... ..... .... . .. ... a - .. ;. ..OD ...... .... ::7T; .. ... ..... .. ............. ... ...... ... ....... ..... ....... .. . ............. ....... ....... .. ....... ..... ....... .....EX. °� .<' COMPRESSOR/EUROVAC ENCLOSURE r*, I i - .. •� PAD r w 331 ® 4.5'x7' UGPWR NORTH LINE OF ADDITIONAL ® UTILITY EASEMENT PER AF# I 10.... 8811090731 I -' - - - - - - -- - - - - - _ _ _ _ OL QjAt_REMOV & REPLACE ----------------- -___ fNEW S/WPER CPA STD - - - - -E 12" 5S EX SSMH 309-30 " - - - ES DTL STSW 2 TO NE 01 T _.� _ L� EX 12 SS ------= I--- ---------------2G' UTY7D\MA T`Ar#$T0�6 r44-t)---------------------------- T lkiAlLEI�=54.29 EX SSMH 309-31 �43.�47 - - - i RB 52.43 PARKING LOT .....:.. - - - - - - - - - - - - - - - - - - - - - - - - - - I IE=44.52 MINILITER ZLI . . . A A^ WA� T „-� ! 30, 30' FOUND REBAR W/ CAP LS10356 TCA IN PLACE BUILDING ENVELOPE COMPLIANCE TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE PROJECT PLANS SHOW COMPLIANCE WITH THE REQUIRED SECTIONS OF CHAPTER 11, BUILDING ENVELOPE, OF THE 1994 WASHINGyft STATERNERGY CODE. 15 . ca ,'PE./I / 11 50' N89'46'51 27't 90' \FE CHAIN LINK C-3 d 3 167' WOOD FENCE CONSTRUCTION SEQUENCE SITE PLAN 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR 1 = 30' NORTH EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. 4. REPAIR OR MAINTAIN TESC MEASURES PER SHEET C2. 5. BEGIN CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 6. CONTRACTOR SHALL WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS. LEGEND DESCRIPTION NEW EXISTING EX. 12" STORM STORM SEWER ISD EX. 8" SEWER SANITARY SEWER S WATER w EX. 2" WATER GRAVEL AC PAVING CONCRETE PAVING LANDSCAPING SPOT ELEVATIONS /M11111- +xx.xx CONTOURS 50 PARKING 05 STORM MANHOLE 0 0 STORM CATCHBASIN ■ ❑ SANITARY SEWER MANHOLE 0 0 WATER VALVE H FIRE HYDRANT TELEPHONE MANHOLE d POWER VAULT STREET LIGHT W/ J-BOX ❑ UTILITY POLE -♦ -0- FENCE EXTERIOR PROJECT LIGHTING EXTERIOR LIGHTING SHALL BE LOW INTENSITY AND SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND TRAVELERS ON ADJACENT STREETS. GENERAL PLAN NOTES L �r HINSHAW'S HONDA ATTN: HOOMAN BODAGHI 2595 AUBURN WAY N. AUBURN WA. 98002 (253) 833-7900 SHEET INDEX C 1 SITE PLAN C2 TESC PLAN C3 STORM & GRADING PLAN C4 WATER & SEWER PLAN, SECTION C5 SECTIONS & DETAILS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN L3 LANDSCAPE/IRRIGATION DETAILS & NOTES G1 GRADING & TESC PLAN G2 SITE SECTIONS & DETAILS Al FIRST FLOOR PLAN A2 FIRST FLOOR OFFICE PLAN A3 SECOND FLOOR OFFICE PLAN A4 FIRST FLOOR REFLECTED CEILING PLAN A5 FIRST FLOOR OFFICE REFLECTED CEILING PLAN A6 SECOND FLOOR OFFICE REFLECTED CEILING PLAN A7 EXTERIOR ELEVATIONS A8 BUILDING SECTION, STOREFRONTS A9 WALL SECTIONS A10 DOOR AND FINISH SCHEDULES, WINDOW TYPES All DETAILS Al2 DETAILS A13 DETAILS, CASEWORK A14 INTERIOR ELEVATIONS, ACCESSIBILITY NOTES A15 GENERAL NOTES Al GENERAL NOTES S1 FOUNDATION PLAN S2 FLOOR/CEILING FRAMING PLANS S3 ROOF FRAMING PLAN S4 FOUNDATION DETAILS S5 TILT -UP CONCRETE PANEL ELEVATIONS S6 TILT -UP CONCRETE PANEL ELEVATIONS S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS S9 STRUCTURAL DETAILS S10 STRUCTURAL. NOTES Sll STRUCTURAL NOTES DATUM CITY OF AUBURN BENCHMARK 01-D RR SPIKE IN UTILITY POLE AT THE EAST END OF 40TH ST. NE. AND "I" ST. NE. ELEVATION = 53.43', NGVD29 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE *WASHINGTON STATE FOR DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS 0 ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. STREET LIGHTING LIGHTING SHALL BE PER CITY OF AUBURN STANDARD FOR A LOCAL NONRESIDENTIAL STREET LAMP WATTAGE = 100 AVERAGE MAINTAINED FOOTCANDLE = 0.4 REQUIRED UNIFORMITY RATIO = 6 TO 1 LUMINAIRE MOUNTING HEIGHT = 35 FEET LIGHT DISTRIBUTION PATTERN = M-C-III USE CITY OF AUBURN SPECIFICATIONS AND STANDARD DETAILS TRSL-1, TRSL-2, TRSL-3, TRSL-4, TRSL-5. STREET LIGHT CONDUIT SHALL BE 2"0 CONDUIT (SCHEDULE 40 PVC UNDER SIDEWALKS AND HOT DIPPED GALVANIZED STEEL CONDUIT UNDER ROADWAYS) 7. COORDINATE 35th ST. NE IMPROVEMENTS WITH AUBURN NISSAN PROJECT TO THE NORTH. 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". GROUNDWATER HIGH GROUNDWATER ELEVATIONS MAY BE ENCOUNTERED 6' TO 8' BELOW EXISTING GROUND ELEVATIONS. VICINITY MAP f HAUL ROUTE NORTH NTS SITE DATA C3 Q W c�a OC7 Z _ 1 r Li W cn l�1 z W n Z 0 � DQ V) 3 s = Z O �' Q Z ry C m Q O ZONING: C3 f --- LOT SIZE: 4.03 ACRES TYPE OF CONSTRUCTION: IIIN, SPRINKLERED OCCUPANCY: FIRST FLOOR SECOND FLOOR TOTAL B: 4,476 SF 1,865 SF 6,341 SF w z S3: 19,366 SF 0 SF 19,366 SF H4: 19,558 SF 1,692 SF 21,250 SF I•- TOTALS 43,400 SF 3,557 SF 46,957 SF SETBACKS: J ~ N NORTH = 48' + 30' ROW = 78' SOUTH = 211'oo EAST = 38' + 30' ROW = 68' WEST = 56' ALLOWABLE AREA: SETBACK INCREASE = .05X(56-20) = 1.8 > 1.0, USE FACTOR OF 2 SPRINKLER INCREASE = 3.0 FOR 1ST FLOOR, 2.0 FOR BOTH FLOORS MULTI -STORY INCREASE = 2.0 FIRST FLOOR BOTH FLOORS B & S3:12,000 X 2 X 3 =72,000 SF 12,000 X 2 X 2 X 2 =96,000 SF H4:7,500 X 2 X 3 = 45,000 SF 7,500X2X2X2=60,000SF .. FIRST FLOOR: 4,476/72,000 + 19,366/72,000 + 19,588/45,000 = 0.77<1.0 i BOTH FLOORS: 6,341/96,000 + 19,366/96,000 + 21,250/60,000 = 0.62<1.0 W PARKING REQUIRED: V) AUTO BODY SHOP (S3 AND H4): 40,616 SF/400 = 101.5 SPACES OFFICE (B): 6,341 SF/300 = 21.1 SPACES TOTAL = 122.6 SPACES ui PARKING PROVIDED: Li STANDARD = 99 SPACES v COMPACT = 19 SPACES HANDICAP 5 SPACES TOTAL - 123 SPACES Ln LEGAL DESCRIPTION ABBREVIATIONS- THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER z 5 OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST,; BLC _ BUILDING CORNER Ili- MANHOLE W.M., IN KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: d C COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OH - OVERHEAD BEGINNING AT THE POINT OF INTERSECTION OF THE WEST MARGIN OF CL - CLASS PL - PROPERTY LINE T STREET NORTHEAST WITH THE SOUTH MARGIN OF 35TH STREET CO - CLEAN OUT R - RADIUS NORTHEAST, SAID POINT ALSO KNOWN AS THE NORTHEAST CORNER OF D - STORM DRAIN RW - RIGHT-OF-WAY LOT 2 OF THE PLAT "VALLEY PLACE" AS RECORDED IN VOLUME 124 DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER DI - DUCTILE IRON SO FT - SQUARE FEET OF PLATS, PAGES 29 AND 30, RECORDS OF KING COUNTY, WASHINGTON; DS - DOWNSPOUT S/W - SIDEWALK THENCE SOUTH 89'57'26" WEST, ALONG THE SOUTH MARGIN OF SAID TC - TOP OF CURB 35TH STREET NORTHEAST, A DISTANCE OF 395.33 FEET; D/W - DRIVEWAY THENCE SOUTH 00'05'50" WEST A DISTANCE OF 443.85 FEET; EL - ELEVATION TP - TEST PIT ESMT - EASEMENT UNO - UNLESS NOTED OTHERWISE THENCE SOUTH 89'46'51" EAST A DISTANCE OF 395.33 FEET, TO THE WEST MARGIN OF SAID "I" STREET NORTHEAST; EXG - EXISTING N U,o FD - FOUNDATION DRAIN S - SOUTH THENCE NORTH 00'05'50" EAST, ALONG SAID MARGIN, A DISTANCE w FDC - FIRE DEPT. CONNECTION W - WEST OF 445.66 FEET, TO THE TRUE POINT OF BEGINNING;, FF - FINISH FLOOR �• -'' ST FH - FIRE HYDRANT N _ NORTH (ALSO KNOWN AS PARCEL B OF AUBURN LOT LINE ADJUSTMENT NO. z FL - FLANGE JOINT NW - NORTHWEST 0036-89 RECORDED UNDER RECORDING NO. 8911280941.) i•�' HC - HANDICAP SW - SOUTHWEST IE - INVERT ELEVATION SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LF - LINEAR FEET NE - NORTHEAST /pNAL � LS - LANDSCAPING SE - SOUTHEAST PARCEL # 885777-0020 MWO 6 23 2002 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION PROJECT REF: FAC00-CX112, BLD00-0075 DATE 2/ 15/00 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR DRAWN CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITE' OF AUBM p S.S. 4ENGNEEIRING DIVISION'S REQUREMENtS eels /d o CHECKED L.S.K. eYt DATE Approved ax-1 S' JOB NO. 99052 POS Date (WIL100 SHEET NO. CONFIRMED BY CITY: DAB; c 1 R.E.I. FILE:/ Cl-052.dwg 02 00 13 20 06//:�� . �, Q 0q �ODI63� - / | ~~'~ ^-°� 5- re TACK IN Lc*m a�o `� ' IN PLACE | �m^ '54.2* | ` . \ ' . \ 41 | | « 53.40 53 45\ ' | ' | / / | | N | | ^ \^53.10 �! U� = 5�O \/ x �� x �� [--�------------�--- - -- ' | 5�� / o » � / �� r ��1 / )53.2 »�y� . »o�� / | /k-| \ / |�� TOP OF PAD / Lo ��| /--. If 54 - 52 --- 75 _______�__________- x51-0 / i / ^}"NEW 50 5 '~~' PRINT xx � �� »�/� \ x | -` `,' \ �zm -- x / | } | s�n x ' �� \ / 53.6/ ( � « c 5/�� __ _ 77 lx 51.04 53.06 1E 51.0 GRADE TO TEMP. SWALE GRADE TO TEMP. SWALE / ` | \ ` « H�~~' �o/ | »/� --' �~�°' ^'~" ° ` ' | ) | / ` �� . -------------------- x53.37 n3.59 Ny 1 53 ��' 7' UCPWR \ �NORTH LINE OF ADDITIONAL` ,//w = m ,. -- -- -_ __ _-- -'- EASEMENT-' - TEMPORARY '^--'-' - WALE �� - ''-~ '� / DOY1O80731 / - KJ%U|Ll/6l - � « �*/ | / ` -- -� -s « -- 7- -�-- --^�� '� ` \--A STID -- / �� -- -�� "�` " �INLET PROTECTION C0A STD -- -7 ---- -- -- -�-- ---- ---- --T— ---- -- -- == x— -- ---� - ` \ ��n / x ^"�` ° JEJ � �� EX �3�H 3O9-JO'^ T '� / ^ 5375 » / J - - ~~ ` -`��--------- ' -- --------1- ---------»��4- ' _� t[��_� / pU�=54.2S "'' `~�+'°�'`' v��"'""""==�� ~^~~^ '~ ~'--`` / /-- ) i\| »'��«H 309-31 | -' �=4I47 _~�� /c�r' �=ru� '' _�_ / u- U _- ^" �� - --- -- -- -- -- --- -- -- -- -- -- -- -- -� -�~� -- -- -- -- -- -- -- -- -- -- -� / `R| 52 3 PARKING LOT wV __ X 6" WATER 20 EX STORM . . 2" WATER 53.34| »| \ | 53.1 ^\ � �� \ � �~| \~'N^�- n.n | �X. ASPHALT nor^ r-- `~_- ` / | ' \ ~| \ -- ` KAJ ' PARKING nhT lU Sol/ / ``/L��su/ «�/�s| | |] \ x / \ o/ \ x 52.17 CHECK DAMS Ljj 51.93 An x TOR POND SD*RKING LOT --T C'� r.0 I I MIN -GRAVEL FILTER x ELECTRICAL BERM ;�c GRADE TO Dill P/G2 10 14 51.25 FOUND REBAR CAP ER FOUND REBAR W/ CAP IN PLACF EX. ASPHALT PARKING LOT 147 ONLY EXCAVATE"TO W\THIN" ME FOOT OF FINAL POND AS & ______ __50-57-- ____________ __ __ ____ ____ ____ ____ ____ ____ ____ __ __ ____ _ELEVATION ~__�__ 50.99 �� n1.5/ TESC PLAN -A� THIS SHEET REPRESENTS THE T.E�C. PLAN FOR THE BUILDING PAD FILL PROJECT. THE CONTRACTOR SHALL VERIFY THE AS -BUILT CONDITION OF THE FILL PROJECT AND REPORT DIFFERENCES TO THIS SHEET TO RUPEMT ENGINEERING, INC. THE CONTRACTOR SHALL ALSO MAINTAIN THESE FACILITIES DURING THE GRADING OPERATIONS AS NOTED ON THIS PLAN. THE CONTRACTOR SHALL ALSO HAVE SHEETS C1 AND C2 OF THE FILL PROJECT AT THE JOB -SITE AT ALL TIMES. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DUJEN30N, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTIUTES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-880-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS 3H[X}U] OCCUR, THE CONTACTOR SHALL CONSULT RUP[RT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS DENUDED AREAS AND SOIL STOCKPILES k0j3T BE STABKJZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUUING OFFICIAL OR THE OFFICIAL'S REPRESEMTAlIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APR)L 2 TO SEFqEMBER 30 . ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM 0CT08[R 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNYN}RKED FOR MORE THAN 24 HOURS AND EXPOSE} AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNW0RK8] FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: H\DRD3EE0NG & MULCHING A. TIME OFPLANTING - C00hG THE TIME PERIOD BETWE[NAPRIL 1 THROUGH JUNE 30 AND S[PTEMBER 1 THH{%JQH 0CTO8[R 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMB[R 1 AND MARCH 31. MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHEN|NG, SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPUEH'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 L8S/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDT0P/AGROSTIS NAA\ 10% 93 80 ANNUAL RYE (L0UUM KUUJlFL0RUM) 40X 98 90 CHEWUVG3 FESQUE 40% 87 80 RE5TUCA RU8RA COMMnTbTu /JAWE3T00N.BANNER.3HAD{DN OR KOKA1 WHITE DUTCH CLOVER 10% 90 90 (TR|FOL0M REPENS) E. " APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE W0STURE, SUPPLY WATER AS NEEDED' ESPECIALLY IN ABNORMALLY HOT OR DRY YEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 13Y CITY: DATE - EARTH WORK QUANTITIES & NOTES FILL = 11.5OO CY CUT = 8.000 CY THESE QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES. CONTRACTOR SHALL STRIP EXCESSIVELY ORGANIC TOP SOILS TO DEPTHS OF 12 TO 18 INCHES AND WASTE OR STOCKPILE FOR LATER USE. ALL EARTHWORK ACTIVITIES SHALL COMPLY WITH THE RECOMMENDATIONS OF THE CEUTECHN|CAL REPORT PREPARED BY SPEARS ENGINEERING & TECHNICAL SERVICES. PROJECT REF. FAC00-0012, —0075 THESE PLANS ARE 0APPROVED"' FOR Aff roved B)cD'S-V� Date AMoved: �!Z?'_�Z) � � {LJ z 0 'le) R.E.I.RUE/ C2-052.dwo . 06/01/00 10:37 | �� ^� �� r �~~~ �� ~�� ' 32 8'_P VC L R21 PP 0 0.3% - - - - - ---s_ - - - - - - - - - - - - - - - - - - - - - - c:o C� I.- -4- 2:1 �N PLACE OVERFLOW - LOCATION --53. TOW 416 BOW=51.77 ICB 12 1 32' fIGN RECYCLE MATCH EXISTING I CB RIM=53.88 C4 PAVEMENT IE(8"PVC*S)=51.83 LJ EDGE NEW PP PAVING IE(8"PVC E)=51.88 T 'T WATER wv /-CL R/W 35th T. NE EXG - - - - - - - - - - A wv 00 STA 7+ 9.5, END OF ASP ALT MATCH 2 �,45 EXISTING -FOUND F/H TACK IN LEA M.33 IN PLACE _< 54� 4-4 t4 20' \,STA 7+93, 24" WHITE STOP BAR 'ER 164' 6" STD TRLM4 wCB #1 1 0 0.3% 120' HOPE 1 0 STA 7+85 1 STOP SIGN 0 OA�, 0 0.3% I4.4 .54.4 \1N 54.72 . I ROCKERY ;4 11-54 54.35 WV DTL 3/C5, TYP `.91 L�'14- 5 .74 54 7� X 6" WATER 54.53 4.70 TOW=54.2 BOW=50.35 ASPHALT FLUSH ✓ -0 0-7- W/ SW 5 5� C5 CB #3 FF 55.0 EX. ASPHALT PARKING LbT 4.73 54.'75 4. 2 Me 4 1 EX. BUILDING BOW--51.08 I.. A 128' 12" HDPE wm 4.5'x7' UGPWR OU wm E9 152' 12" HDPE 127' 6" PVC ROOF// 0 0.3% DRAIN @ 1% MIN B CB #7 v EX 12" EX SSMH 309, 0 I I - - - - - - - - - - - - - - - - - - - - - - i 11-M =?4.-29 - - EX. ASPHALT IE=43.47 PARKING LOT 102' 8' HDPE 0 0.3% 1 54.44 OW--51.7 55' )OW 49 .8�8 4.1� 1 54.Z2 L5 RUM TYP V) 4.4 1 16' 10" PVC EX. ASPHALT i =54. 0 0.32% TOW--52.5, PARKING' LOT -BOW=50.3 IE .03 3 CB #8 4 7 ELECTRICAL TOWER C5 54. 654.08 54.10 53.98 2: l 4 1 I I - - LEVEL SPREADER, DTL 3/C3 2 TYP L NU46'51"'# 395 33 0 H ,WV IN P LA N E "" C4 r L LZ;�( '- S TA 7+93 4 WHITE STOP BAR ER STID TRLM STA 7+ 85 STOP SIGN Lj 4A X 17 309 30 0 EX 8" STORM ASPHALT FLUSH W/ SW l2" WATER I. 5 LLJ iCB #5 STILT LLJ Lj_j H DOWNSPOUT, TYP 54.49 wv 5 CO---- 127' 12" 1 DI 0 0.3% 127' 6" PVC ROOF1 X c DRAIN 0 1 % MIN EX IE(8'PVC (S)=49.94 153' 12" DI IE(8-PVC (E)=49.99 0 0.3% a1l!06. C FQRIM _SD 0 _SD CB #6 35' EX 12" SS i EX 12 -------------a---------- - - - - - - - - - - T s EX IISSMH 309-31 1 RIM=52.43 A IE=44.52 72' 16* HOPE 0 0.32% 25' 1 PVC 1 0 2. 4% TOW 53.35 __j BOW-- .51 5' 10" PYC 0 0.3% < 10 0.75% LLJ u� 1 4. 54.4 EX STING 8* STORM n 11 B 1 CB 121 1 . x 1 _CES gn' io- BON=4 49.53 3 201' 7' 13.5' 59 1CY Fes-$ AND.___-__.-- __---- � i I 's 17 9 5" 7010 �r45 QS 9 2 FOUND REBAR W/ CAP TOW=52.04 7 LS1056 TCA IN PLACE '-.'BOW=49.70 114' BIOSWALE 0 EX. ASPHALT 0,53% DTL 1/C3 PARKING LOT STORM & GRADING PLAN 2:1 i TYP L` �:1- -- -- - - - -- - T TOP OF BERM 52.5 TOW=52.5 BOW=50.15 I ROCKERY DTL 3/C5, TYP NORTH Ii 4 II C5 OVERFLOW DTL 4/C3 II I II FOUND REBAR F CAP LS1 4490 TRI- 0 0.25' WEST OF LOT CORNER II II WV FH METAL FRAME AND COVER RIM = 54.02 ADJUSTMENT BRICK (4" MIN., 12" MAX.) OFFSET TOP SLAB-, 10" CAP RUBBER GASKET SHORT NIPPLE (LUBE BOTH ENDS) A.C. OR G.P.K. MANHOLE ADAPTER PTER Qa = 1.07 CFS TO BIOSWALE 10" PVC SDR 21 loox 10% 10" PVC TEE RUBBER GASKET JOINTS 10" RUBBER GASKET PLUG W/ 5.94" 0 ORIFICE ELEV. 49.27 B10 -2 SWALE INLET C C3 T S S E )R 21 FITE _un 7' 3' ROCKERY DTL 3/C5 25' DESIGN DEPTH DURING 6 MO. 24 HR. STORM -7 3:1 MAX. 1' MIN. FREEBOARD BOTH SIDES FLOW /DEPTH 3:1 19' 0.75 20.5' BIOSWALE GRASS SEEDMIX B10SWALE Cc NTS STANDARD GALV. STEEL LADDER/ STEPS 10" PVC 51.37 BYPASS INLET I 16" HDPE NLET A 50.12 1 48" TYPE 11-C CATCH BASIN CONTROL STRUCTURE OL STRU IE = 51.67 r4 OVERFLOW NTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Z 6*-8" QUARRY SPALLS _j < x :3 r In B10SWALE GRASS SEEDMIX (FOR BIOSWALE SLOPES < 1.0%) 20% SHORTAWN FOXTAIL P-n 0 z 20% WATER FOXTAIL < _j 5; 20% WESTERN MANNAGRASS 0 CN cm ti 20% SLOUGH SEDGE PI) Air 20% VELVET GRASS w Lo a w EACH SEED TYPE TO HAVE 92-95% PURITY AND Z 80% MINIMUM GERMINATION. -4* MIN. TOPSOIL APPLICATION (PER ACRE): *D z w 2-3 LB. SEED MIX EROSION CONTROL BLANKET 435 LB. 10-20-20 (N-P-K) NON -PHOSPHOROUS FERTILIZER z (JUTE NETTING OR APPROVED EQUAL) 1,500-2,000 LB. WOOD CELLULOSE FIBER MULCH @ p = co rn HYDROSEED OR SOD NOTE: co BIOSWALE TO BE FULLY ESTABLISHED PRIOR V) z " Ef U TO INTRODUCTION OF STORMWATER RUNOFF. 0 �2 _8- IRRIGATE IF NECESSARY. L) ry C) m m D < 20' 2� SPREADER MUST BE LEVEL in MIN. REBAR SUPPORTS--`_� \-PRESSURE ' 8' MIN. SPACING TREATED 4"x6" ALTERNATIVELY, 6" DIA, CMP MAY BE USED AS A SPREADER. THE PIPE SHALL BE BURIED SO THAT ONLY 11" EXTENDS ABOVE GROUND MAIL OF SPREADER rT LEVEL SPREADER NITS CB/MH SCHEDULE NO. TYPE RIM WERT COMMENTS C81 1 53.78 52.93 GRATE C82 1 53.9 51.87 (8� 52.25 6 GRATE CB3 1 53.61 51.37 �12" 51.63 8 GRATE CB4 1 53.85 52.15 GRATE C85 1 53.62 51.50 (12' 51.79 (8-) GRATE C86 1 52.91 51.04 GRATE CB7 1 53.44 50.99 �12") 51.31 8' GRATE CB8 1 53.42 51.68 GRATE C89 2-48" 53.41A 50.31 (16-) 50.56 (1 2� 50.56 (6") GRATE, PROVIDE 15" TEE 0 OUTLET CB10 2-48" 54.02 50.12 51.37 EjS) SOLID LID, DTL 2/C3 Col 1 1 54.45 49.36 (110" S) 48.73 (10- EA SOLID LID C812 1 54.8 1 48.42 2 SOLID LID C813 1 53.50 51.39 GRATE/SUMP 0 42.5 I CB14 1 1 52.43 50.09 GRATE/SUMP 0 42.0 1 � SOLID LIDS TO BE LOCKING TYPE. 2 PROTECT NEW CATCH BASIN AND MANHOLE INLETS FROM SEDIMENTATION PER AUBURN STD. DTL. DEV-7. 3) CB 13 & 14 DEPTH IS FOR FUTURE STORM SEWER IN 35th ST., CONTRACTOR TO COORDINATE W/ NISSAN PROJECT. A RECORD DRAWING CERTIFICATION THEM DRAWINGS CONFORM TO THE mocTow CONSTRUCT11ION RECORDS. DATE. I I • _1cf 122 CONFIRMED BY CITY. F_ ZD LLJ z cf) uj Lo to C14 m 0 00 86 0- LAJ V) Ln En f L c w oc j uj I Q R 11 IV AL PROJECT REF: FAC00-0012. BLM-0075 DATE 2/15/00 THESE PLANS ARE OAMOVV FOR CONFIDWAINCE WTH THE CITY OF AUBURN DRAWN S.S. EN 1311MISION"S REWWWNIS em1116. CHECKED L.S.K. Approved y. B D-6,vw-�, JOB NO. 99052 Date ApWoved: SHEET NO. C3 R.E.I. FILE/ C3-052.dwg 06/23/00 09:13 03 01 0001633 �---------- EX. ASPHALT PARKING LOT EX. BUILDING wM ® 4,",'xi UGP':''iR WM EE _-----EX 12" SS ARKING 1 OT — PH.ALT ; , 00 co 00 F; FUND REE?AR 'V_ ' CAP LS103"6 TCA IIN P!-A'_, G Yrr /lA I .►A i-r i i 8x8x8 TAPING TEE FULL SADDLE, 8" G.V. (MJxFL) CONIC BLKG COA STD nri wnai -1 EX. ASPHALT PARKING LOT WATER &SEWER PLAN NORTH - 1" DOMESTIC TAP SIGN RECYCLE PM =53.88 _ ! 1 E(8"PVjS)=51.83 P o 4— I IE(8 PVC)(E)=51.88 ---�---- 1_ wv " IRRIGATION DEDUCT (ETM Cu lU UILI T— VADM-1 I I RyW DEDICATED TDI COA I a I FOUND F/H TACK IN LEA WV IN PLACE I I I 1" WATER METER COA RELOCATE WASM 1 DTL EXO FH BEHIND a i SW � I i I I I I I II I I I I I I WV EX 6" WATER II I EX 8* STORM III kl EX 12" WATER I r ;I r I •7JTL7 i �I I W W �I I H wv FH t C RIM C51.90 IE(8"PVC (S)=49.94 I IE(8"PVC (E)=49.99 } r EXIS4111 fL STORM I EX 12" SS,_ L EX 'SSMH 309-31 R 52.43 IE= 4.52 I I I I I 8" STORM I I FOUND REBAR / CAP LS14490 TRI- 0 0.25' WEST OF LOT CORNER a U SEE 2/C4 I o FOR MATERIAL ROW CL 0 i' DEPTHS a LANDSCAPING STRIP P-n Z @ Q I rn CONCRETE- 1CURB &GUTTER SIDEWALK (9 N = 2--may cn Ml�fr-�-' a I 2" CSTC w 6" GRAVEL BASES , r Z 7.5 5 0.5 4" CL "E" ACP I `` 2' CL "B" ACP `ti W 17' 7' 0 Z w i 30' 15' J(oan t„ 00 -, z O 0 J Vuj d H 1 ROAD SECTION C4 NTS Z O m m d O Q Lo w Z < f.- _ 0 tf1 = t-- SUB—BASE (FACTION PROCEDURE 2" CLASS „B" tt) 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK. A.C. PAVING 4" CLASS "E" oo 2. COMPACT EXISTING SOIL TO 95% MIN. AC. PAVING 3. PROOF -ROLL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=' (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. — — —� —� "-� —� P' 6"- �6" MINUS ( f CRUSHED ROCK W 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. SUB -BASE, SEE NOTE L J 2 PAVING SECTION `J try C4 NTS W < W tz 6" INLET PIPE 6" OUTLET PIPE S S TOP ELEV. 54.6% W/ SAMPLING TEE W/ SAMPLING TEE " a OPTIONAL TOPS 2'-7" AND 3'-7" OIL RETAINING 4" VAL1�E INLET IE 45.7 BAFFLE OUTLET IE 45.2 12T \\-HOLE FLOW DIFFUSER a v " ;r,' BAFFLE o 12 � � v HOLE C° SEDIMENT WEIR UTILITY CONFLICT NOTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2 I 3 48-SA OIL WATER S C4 NITS CALCULATIONS FOR OIL/WATER SEPARATOR SIZE FLOW RATE 15 GPM (5 HOSE BIBS) MIN. DETENTION TIME = 60 MIN. 1t MIN. VOLUME = 15 GPM x 60 MIN = 900 GAL. USE USE 1000 GAL OIL/WATER SEPARATOR DIVA I_ E SUCH AS UTILITY VAULT CO. 48-SA OR CITY OF AUBURN APPROVED EQUIVALENT EXPWS 6/23/20t RECORD DRAINING CERTIFICATION PROJECT REF: FACOO-0012, BLIND-0075 DATE 2/ 15/00 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE •AP'PROMED" FOR CONTRACTOR'S CONSTRUCTION RECORDS. BRAWN S.S. m .• CONFIRMED BY CITY: DATE- LAMr tM%oC m I n Tip Cm OF AUBURN rJy ERMiMaNG DI RMON'S REWOMAIETIIS !o fj/eo CHECKED L.S.K. APPvved BY�.tA"�'y+�-� .J JOB NO. 99052 Date A¢Wove& is '�. �'� SHEET NO. C4 R.E.I. FILE:/ C4-052.dwg , 11 /27/00 14:30 0301 00 D 16-33 SUB -BASE COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK 2. COMPACT EXISTING SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4, ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF 3" CLASS "B" 1 /2" ALL5 1 /2" ul 1 /2" CURB. A.C. PAVING SLOPE —III—III—�� PROVIDE 1'-0" LEVEL DN. AREA WHERE GRADE EXP JOINT MATERIAL- 000aPAVING VARIES 0"-6" WHERE WALL OCCURS —_—_— — — —_— 1/4 : 12 SLOPE FII��lI� �Ilr=l F -Y4" CHAMFER ��11 4"- �s MINUS A.C. PAVING „ CRUSHED ROCK WHERE OCCURS a 6 CLASS A FILL (ALTERNATE: 3 ATB) Z a Q o a a SUB -BASE, SEE NOTE a (2) #4 CONT. CURB AND PAVING SECTION C5 NTS 6„ 12" MIN. CLASS "A" FILL COMPACT TO 95% - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 2 CONCRETE KW. C5 NTS cl 54 52 1417 SLOPES DOWNWARD OUTSIDE 5�/2" CONC WALKWAY EXPANSION JOINT (20' o.c.) DUMMY JOINT (10' o.c.) — 5 SECTION C5 1"=20'H 1 „ = 2, V ninu ni nn 35tH STREET `BLDG EDGE TNEW YP 56 . NORTH . NEW G ADS � .... ......... ......... ... F' '"56...... ..... ......... .... .. ......... .... ... ......... ....... ........ .. ..... ... CUR[ ... .. ....... PL.. ... ........ .... 54 ... .. ......... ......... .... _. ........ ......... ...... �....... TESC `......... LEY = 52.5 I . . : /fir, -�.�� — : .. : . 52 „ EXG 8 WTER 12„ STORM 1�. ... ....... . ....... ......... ......... ........ V:.::::: II L _ _ ,- ..___ ........ ..... TEMPORARX. ; ...... POND 48 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0+00 1+00 2+00 3+00 4+00 POND BOTTOM 5+00 AO t CKERY NOTES: LE) ION 34' ELEV = 48.0 PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE C5 i" = 2 H ADJACENT TO VEHICLE AREAS, 5.6' MIN. WIDTH 0 24" VERT., 1. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 1" = 2' V PLACE ROCKERY AND FILL AT SAME TIME. 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 1DO- POUNDS SHALL NOT BE USED. TOP OF WALL (T.O.W.) 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER - PER PLAN GRADING PER PLAN PENDICULAR TO THE WALL. EACH ROCK SHALL BEAR ON TWO IEXG It SS FREE -DRAINING BACKFILL ROCKS IN THE TIER BELOW. f I (2" MAX. SIZE, 40% TO 60% GRAVEL MAX. 5% FINES); MIN. 12" 3. HEIGHT BOTTOM SIZES TOP SIZES CHOKE COARSE OF 4" -6" 4' MAX. 3-MAN ROCK 2-MAN ROCK w 6 QUARRY SPALLS ADJACENT (700#-2000#) (200#-700#) o TO ROCKERY ~ STABLE CUT FACE IN 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK NATIVE/FILL MATERIAL (SEE NOTE 6) (1300#-4000#) (200#-1300#) MIN. 6" DIA. SLOTTED PIPE; N z HeHr MIN. 0.5% CONTINUOUS SLOPE 4. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING WALL (13.1.W.) TO OUTLET; SURROUND WITH MONITORING BY SPECIAL INSPECTOR (UBC 306b), 1" MINUS ROCK, 6" MIN. COVER OVER WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND PIPE; 2" MIN. ROCK UNDER PIPE EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE UTILITY COKLICT NOTE: AND DRAINAGE, AND FINISHED ROCKERY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 5. 41 GUARDIIL/�FENf (IF ANY) PER PLANS DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON 8" THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE 6. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 3'-C" 5'-6" WALLS. MATERIAL MUST BE STABLE AND FREE-STANDING THIS SHALL INCLUDE CALLING UTILITY LOWE ® 1-800-4N-5555 MIN. IN CUT/FILL FACE. AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER 7. COMPACT BACKFILL AT LEAST 95% OF MODIFIED PROCTOR OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS 3 ROCKERY MAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D). SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE C5 NTS SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE C NT R'S NSTRUCTION RECORDS. BY: DATE: riTLE/ OS� �ONFIIR �D Or CTTY:_`_..�.=.`a--- PROJECT REF: FAC00-0012, BLDOO- 0075 THESE PLANS ARE APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN q ENGINEERING DIVISION'S REQUIREMENTS Approved By. ,fiwK►1.5 49'AA0 Date Approved: !�L OCR 0 0 U w U N Z cl- L Z 0 ai !DNA L E u►.J�,,, 2/ 4 5/00 atom L.S.K. J � No. 5 SHEET A R.E.I. FILE:/ C57052.dwq , 06/01 /00 11:12 Q30y 0001633